HomeMy WebLinkAbout30678-Z FORM NO. 4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Office of the Building Inspector
Town Hall
Southold, N.Y.
CERTIFICATE OF OCCUPANCY
No: Z-31372 Date: 01/03/06
THIS CERTIFIES that the building ADDITION
Location of Property: 560 GRANDVIEW DR ORIENT
(HOUSE NO.) (STREET) (HAMLET)
County Tax Map No. 473889 Section 14 Block 2 Lot 3 .33
Subdivision Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore
filed in this office dated SEPTEMBER 29, 2004 pursuant to which
Building Permit No_ 30678-Z dated OCTOBER 1, 2004
was issued, and conforms to all of the requirements of the applicable
provisions of the law. The occupancy for which this certificate is issued
is DECK ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR.
The certificate is issued to ROBERT L & PATRICIA A. GASKA, JR.
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A
ELECTRICAL CERTIFICATE NO. N/A
PLUMBERS CERTIFICATION DATED N/A
A h iz6 Sig ature
Rev. 1/81
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT 7 JAN — 3 '
TOWN HALL i
765-1802 F
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
..A. For new building or new use:
1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or
. topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Swom statement from plumber certifying that the solder used in system contains less than 2.'10 of 1°o lead.
5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements
B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses:
L Accurate survey of property showing all property lines, streets, building and unusual natural or topographic.
features.
2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is
denied, the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
.1. Certificate of Occupancy -New dwelling$25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00,
Swimming pool$25.00, Accessory building$25.00, Additions to accessory building$25.00, Businesses $50.00.
2. Certificate of Occupancy on Pre-existing Building - $100.00
3. Copy of Certificate of Occupancy - $.25
4. Updated Certificate of Occupancy - $50.00
5. Temporary Certificate of Occupancy - Residential $15.00, Commercial$15.00 Date. AW
New Construction: _ t� Old or Pre-existing Building - (check one) p
Location of Property: _ lT ra0jV; V +� , � V-L One, of
House No. /t Street ��] I Hamlet
Owner or Owners of Property: Robe_r-t L �VL I Y �u i t t-' �I✓'`1_ " y y�
Suffolk County Tax Map No 1000, Section V r — Block _006 w Lot QV 3 D 33
Subdivision _ / Filed htap h 3f�'�' Lot: i
Permit No. Date of Permit./ Q/ Applicant:_hbe,d ^
Health Dept. approval: _ Underwriters Approval:
Planning Board Approval:
Request for: Tem99poraty/Certificate Final Certificate: ✓ (check one)
Fee Submitted:
111C__
q^ _ y �a f Applicant Signature
( o-,?:3)3� �
FORM NO. 3
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Town Hall
Southold, N.Y.
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL
COMPLETION OF THE WORK AUTHORIZED)
PERMIT NO. 30678 Z Date OCTOBER 1, 2004
Permission is hereby granted to :
ROBERT L JR GASKA
PO BOX 606
ORIENT,NY 11957
for
DECK ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR
at premises located at 560 GRANDVIEW DR ORIENT
County Tax Map No. 473889 Section 014 Block 0002 Lot No. 003 . 033
pursuant to application dated SEPTEMBER 29, 2004 and approved
\by the
Building Inspector to expire on APRIL 1, 2006 . /` 1
Fee $ 150 . 00
i
Autho ized Sic
ORIGINAL
Rev. 5/8/02
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION 1 ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INVSA
[ ]
FRAMING / STRAPPING [ FIN
[ ] FIREPLACE & CHIMNEY [ ] FIRCTI
REMARKS: &<-ALL
DATE INSPECTOR
o��Of Got,# ��y�
��OOUNIV
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION 1 ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] IN ATION
[ ] FRAMING / STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEYS[ ]] FIRE SAFETY INSPECTION
c
REMARKS: As-/A
DATE S INSPECTOR
FIELD INSPECTION REPORT DATE COMMENTS
FOUNDATION(1ST)
V"a
----------------------------------
FOUNDATION(2ND)
\: 2
O
cn
rn
ROUGH FRAMING& ^
PLUMBING
Y
_G
INSULATION PER N.Y.
STATE ENERGY CODE
/O
vY -
FINAL
ADDITIONAL COMMENTS
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TOWN OF SOUTHOLD PROPERTY RECORD CARD
oaQ - �a -�• 3 �3 - - MCI
(OWNER (� STREET Q VILLAGE L DIST. SUB. LOT?9
'PC1 (� �—�( f i Y i t� T Gel i di VIEW 546(++5/4:1 _
O ER NE N E ACR.
l' un 9 _
Lctn)r -,-Cd S W TYPE OF BUILDING
n =
RES. SEAS. VL. FARM COMM. CB. MICS. Mkt. Value
LAND IMP. TOTAL DATE REMARKS
L ,ii bh vq;2o;'_' 058 - Re +o I_c im Fo
evu v_Aw 3 2- L1/43.21299 - Lampi Lamrco � - X 1
NSpo"✓ P 55oca 1 14 looP �k�C �? ^I
smo
(11'.0b tb 1700 z z7 -/47/f 0 3n&vu
11 Q/ �� ✓ � �4 3 SY ) _ _
-
Tillable FRONTAGE ON WATER
Woodland FRONTAGE ON ROAD
Meoclq,,,land DEPTH
House Plot BULKHEAD
Total
R r E 1 D .
( :S I ES0 r �RCHITEI: a'J=.:,L :,LRVICES 399-9300
Town of Southold November 16 , 2004
building Deptment
Re : Rear Deck Foundation
Residence C 560 Grandview 18 2V
Orient, N. Y. 11957
To Whom It May Concern;
I Paul C. Baumgart R.A. have inspected the footings
for the proposed rear deck. And to the best of my ability,
knowledge and belief have found them in accordance with
the approved construction documents .
This inspection was done on November 15 , 2004
Professionally,
Paul C. Baumgart R.A.
RRR �.i
2"
F` 1K i ISip C3'7
TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL q.P 2 4 2004 Board of Health
SOUTHOLD, NY 11971 4 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 Survey _
www. northfork.net/Southold/ PERMIT NO. Check
Septic Form
N.Y.S.D.E.C.
Trustees
Examined /0/p , 20 Contact:
Approved_ ib ,20-_ Mail to:
Disapproved a'c
_ Phone: �
Expiration ,20-
uildiVi3ector
APPLICATION FOR BUILDING PERMIT
Date 01? , 20
INSTRUCTIONS
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans, accurate plot plan to scale. Fee according to schedule.
b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or
areas, and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date. If no zoning antendments or other regulations affecting the
property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an
addition six months.Thereafter, a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or
Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described.The
applicant agrees to comply with all applicable laws, ordinances,building code, housing code, and regulations, and to admit
authorized inspectors on premises and in building for necessary inspections.
(Signature of applicant or name,if a corporation)
Nb,o, � rjent Arw§y
(Mail' gaddress licant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
My- /�
Name of owner of premises /,{ d S
ka
(As on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land onhich p oposed w rk will be done:
5&6
Ordnt
House Number Street Hamlet r� 33
County Tax MaPP"�o. 1090 • Section " L Block . Lot ILA
Subdivision (jj^�y�(�)/��/{� 1-53 Fa Filed Map No. Lot
(blame) - -
2. State existing use and occupancy of premises d intended use and occupapcy of proposed construction:
a. Existing use and occupancy I p �n q
b. Intended use and occupancy Q u r hd y1 e WA �
3. Nature of work (check which applicable): New Building AdditionAlteration
Repair Removal Demolition Other Work [1G{�:4.
4. Estimated Cost#,5,5 Fee
000 bbJU6 (Description)
(To be paid on filing this application)
5. If dwelling, number of dwelling units Q Number of dwelling units on each floor d
If garage, number of cars —�
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.
7. Dimensi of existing structures, if any: Front Rear Depth
Height 3� Number of Stories 5we
Dimensio of sarlge structure with alterati ns or additions: Front J Re?qV5_
Depth 50 Height 33 Number of Stories
8. Dimensions of entire new construction: Front �7 0 Rear J 7 Depth a 5
Height �3/ -� / Number of Stories
9. Size of lot: Front /Rear 1,54 / Deptha�(9(/!/
10. Date of Purchase Name of Former Owner
11. Zone or use district in which premises are situate dAd e n�i�l
12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NO f�
13. Will lot be re-graded? YES NO Will excess fill be removed from premis s? YES_NO
rI?
� p�t�
14. Names of Owner of emses Address c5 hone No.
Name of Architect Address v Phone No
Name of Contractor "t Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO
* IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO t/
* IF YES, D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey, to scale, with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey.
STATE OF NEW YORK)
SS:
COUNTY OF'5 ' C
Coes being duly sworn,deposes and says that(s)he is the applicant
(Na a of individual signing contract)above named,
(S)He is th '4 Vf ry CsSkQ ZVP
(Contractor, Agent, Corporate Officer, etc.)
of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn to before t
29-U, da o d 20011--
Notary lic Signature of Applicant
ON
R Pub"1 oTTJR.
to of New
N Cuo1H' In Suffolk county
%N ,o1SC472
,Wm jViresMay 31.
SURVEY OF
A - LOT 29
MAP OF
A- GRAND VIEW ESTATES
rFILE No. 7083 FILED JUNE 8 1982
S/TUA TED AT
`
-Ij ORIENT
If
r; TOWN OF SOUTHOLD
SUFFOLK COUNTY, NEW YORK
a - S.C. TAX No. 1000-14-02-3.33
SCALE 1"=40'
SEPTEMBER 16, 1998
I AREA = 40,000.00 sq. ft.
�5. 0 919 ac.
10;
h
;.66.67' J
LOT 30 FWD oRi v.
VACANT
y i N y O Z I.NOTES ELEVATIONS IJIE REFERENCED TO AN ASSUMED DATUM
Z 7 1O' On E R �--- 1 A o .1 ro EXISTING ELEVATNINS ARE SHOWN IMUS:JIIL
IOZ N 82• - L - - 1 to Z m `E] 2. REFER TO FNED MAR FOR TEST MOLE DATA.
7 FWNO' ILL -- I 0 N z O 3. MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO A BEDROOM HOUSE IS 1,000 GALLONS.
GC IK( 1 TANK; S' LONG, A'-]' WIDE. S'-7' KIP
3 E{ PLPE G> A. MINIMUM LEACNIMO SYSTEM FOR A I TO A BEDROOM MOUSE IS 300 p Tr SIDEWALL AREA.
27 • ; I m F �, I POOL: 12' DEEP, B' of..
• I i
10 �./^
� R � PROPOSED [MPAMKIN POOL
a � 11J r.5• 1 n y
®PROPOSED IEACWNO POOL
�� y • o O I V A A SIL wRIE I �A M' R 4• ®PROP D SEPTIC TANK
1� 8 29 � FCHCE 1 0'0 F �11 Pxl S. THE LOCATION OF WELLS AND CEARIED F SHOWN XCRCOM ARE FROM FIELD
I� • `< 'IW^C 4 LOT �a r 5 Z I—] THE LOC[KNrs OfARDIORMIU DATA aCE5SPO FROM WNHE.
d _ 1 VACANT Is 1a W I.: A �I
• p 1 I ?!� z N
4.0' _A 9
S4. 1 Ei� J K I I 'N k PSIxvamRDSMroR�OimER°`wm n AS'isTA�z�im
FOR SUC UA B1 DIEE��W YORK AND
> A p I TIRE ASSOCIATION.
O� I 2> 1 p
_ PROPO#D WELL
''',1� • • D � =••G _ —OVI DING ENVELOPE 1
72S
_ CM1C
•.N • 1�81'
.67'
a, 266
IT( N.Y.S. Lia. No. 49668
L'J OI, TO TWOS�YY 6A7M� FO F
SECIIW 7209 OF THE NEW YORK VAT
It N w EDS . Joseph A. Ingegno
12 z8 ; m.o DF 7116 YORWY KED NOT BfRNNG
I�i ,� S 82 10'40 LVOACANT To AHE ALIOSMII aRB Ism 3E0< Land Surveyor
EMIIDS4D sFFL slwL Im BE rnr61Dmm
TD aE A wn TRI1E avr.
13 K 1
ONLY
YP1 PA mAND ON m 1
_ '� i Tn1E COLIVREI'.GO.ETSLp x AOFTK.Y wm rNe Snveye - S GdNwiI - Ate Pians - Conefivation Layout ..
y LENORIG R611NII0N LISTED NERmw,AIQ
T1UUroMN CERRIFICATIONS ARE NaT iaF6iEwaE. PHONE (516)727-2090 Fox (516)722-5093 '.
THE EKISTENCE OF RIGHT OF WAYS OFFICES LOC11ID AT WIl1ND ADDRESS
ANO/OR EASOIEN[5 OF RECORD. IF One Union ED P.O. BOK 1931
's •'\ ANY, MOT SHOWN ARE MOT WARAMTEED. FVaebo91w New York 11931 7nwtwoD. New York 11901
l++l�d
BUILDING PERMIT EXAMINER CHECKLIST
DATE REVIEWED: A0 / /04
APPLICANT: Cm" DATE SUBbIITTED: x/04
SCTM# DISTRICT: 1_,000, SECTION: BLOCK: � LOT:Y..-?j SUBDIVISION• ,e
ADDRESS:SGD Cyew ✓v,,� CITY: R/G ZONING DISTRICT:e-,�lg CONFORMING?
BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N BP,- -Z / C/0 Z- , INFO
BP -Z / C/0 Z- , INFO ylate -Z / C/0 Z- , INFO
SINGLE & SEPARATE CERTIFICATION-REFRS
D NOTES:
LOTS 40,000SF-100-24. Lot meogmtion.(CREATED before June 30,1933) IZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/t/83)
REQ. LOT SIZE: ACT. LOT SIZE: REQ. LOT COV. ACT. LOT COV.
REQ. FRONT PROP. FRONT, REQ SIDE ACT. SIDE
REQ. REAR PROP. REAR REQ. HEIGHT PROP. HEIGHT
PROJECT DESCRIPTION: A4A 1 'jj 6h —
ESTIMATED PROJECT COST: Its ARCHITECT/ENGINEER:
WATER FRONT? /V' DESCRIPTION: ANEL # FLOOD ZONE
BULKHEAD? DISTANCE?
APPROVALS REQUIRED
SUFFOLK COUNTY HEALTH DEPT: YES oD#): DTE: / / PERMIT#:
TOWN SEPTIC RECEIPT: YTIC CE CATION:
NEW YORK STATE DEC: PRE-DEC 9/ln5 YES D / / PERMIT#:
SOUTHOLD TOWN TRU�TEES: YES DTE__/ /_ PERMIT#:
TOWN ZONING BOARD APPROVAL: YES gj � DTE: PERMIT#:
TOWN PLAN. BOARD APPROVAL: YES DTE__/_/_ PERMIT#:
TOWN HISTORICAL PRE (SPLIA): YES N
NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2). Or NO
NOTES:
FEE STRUCTURE: FOUNDATION: SF
FIRST FLOOR: SF
SECOND FLOOR: SF
OTHER: SF INIT OTHER TOTAL
TOTAL: 7,e SF FEE FEE FEE
1. ( Sly SF)- ( SF)= SFX$ =$ +$ +$ =$ i S-v
2. (—SF)- SF)= SF X
3. ( SF)- SF)= SF X
FINAL TOTAL:
NEW YORK STATE CODE COMPLIANCE CHECKLIST
CLIMATIC/GEOGRAPHIC DESIGN CRITERIA:
Ground Snow Load:45_ Wind Speed: 120MPH_ Seismic Design Category: B_
Weathering: Severe Frost Depth:36"_Termite: M-H_Decay: S-M
Design Temp: 11 _ Ice Shield Underlay: YES_ Flood Hazards:
USE/OCCUPANCY CLASSIFICATION:
HEIGHT/FIRE AREA:
TYPE OF CONSTRUCTION:
DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE
FULL FRAMING DESIGN ELEMENTS: Y/N
HEADERS: Y/N WALL STUDS: Y/N GIRDERS: Y/N
CEILING JOISTS: Y/N FLOOR JOISTS: Y/N ROOF RAFTERS:Y/N
LUMBER SPECIES AND GRADE:YIN
DESIGN LOAD CALCULATIONS: Y/N
LIVE: Y/N DEAD:Y/N SNOW: Y/N SEISMIC: Y/N WIND:Y/N
WINDOW AND DOOR SCHEDULE:
MISSLE TEST REQUIREMENTS: Y/N
EGRESS 5.7 S.F.: Y/N
LIGHT 8%: Y/N
VENT 4%: Y/N
NAILING/CONSTRUCTION SCHEDULE: Y/N
MEANS OF EGRESS: Y/N
PLUMBING RISER DIAGRAM: Y/N
LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N
TRUSS DESIGN: Y/N
CERTIFICATION: Y/N
ENERGY CALCS: Y/N
TOTAL COMPLIENCE? Y/N(RETURN TO PAGE ONE)
COMPLY WITH ALL CODES OF
NEW YORK STATE &TOWN CODES 1�
APPROVED AS NOTED AS EQ I ED AND CONDITIONS OF
sOUTHOLDTOWN ZBA
DATE' I6 i E'A 6 SOUTHOLD TOWN PLANNING BOARD
FEE: ar SOUTHOLDTOWN TRUSTEE j -- �\ ��jj'��
NOXI BUILDING DEP TAT
MENT
765-1802 SAM TO 4FM FORTHE N.Y.S.DEC z
FOLLOWING INSPECTIONS:
1. FOUNDATION - TWO REQUIRED L
FOR POURED CONCRETE
2. ROUGH - FRAMING & PLUMBING/
3. INSULATION r
FM
4. FINAL - CONSTRUCTION US7
BE COMPLETE FO MEET THE \
ALL CONSTRUCTI _� 3' HIGH RAILING, MATERIAL F
REQUIREMENTS OFT EFIN _� ---- � AND DESIGN AS PER HOMEOWNER -1
YORK STATE. NOT ESPONSIBLE W
DESIGN OR CONST UCTION ER �J�] I PLANTER ----�� H-I-µ�
IPLANTER s/a X 6 WOOD nECKING ���{L1Ll Z ,
CH I ON 2 x 8 D.J. ! 16' ac. 1 BENCH—�� `'' 3
I I I
,
U � U JRrJ U U U U U U J o
�'-_ — �'---8• DIA x 36' (MIN.) BELOW GRADE o
ALL CONSTRUCTION SHALL ON % 6 WORD DECKING -- P..CONC. FOOTING BELLED-OUT
ON 2 x 8 AJ. ! 16• L,c ! BOTTOM TO 12' WIDE f MW. >
MEET THE REQUIREMENTS OF THE
CODES OF NEW YORK,STATF., FLOOD ZONECOMPLY CHAPTER
FLOOD D ITH AGE PREVENTION
MON
OCCUPANCY OR SOUTHOLD TOWN CODE.
USE IS UNLAWFUL S 11- E ELEVATION LE VAr-�,n I O N A
WITHOUTCERTIFIC �, A � IF �; �� r-17 � TAT JIILL
S C A L E 1
OF OCCUPANCY
•. 8 U
c 1 — .. Y
S C A L E 1 / 8 = 1 — O w
o
a 0d
wz
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W
w
a � N
s
w
k
e'-0'
7'-6' 2' ' 6'-4M 2'_6'
-6
6'-7' __ yy{g5ygb{
9/4 X 6 VOOD DECKING I�i%V
ON 2 x 8 AJ. ! 16'
METAL' or CONNECTION y a
/ ! I �• •� I METAL CONNECTIDN L'
_- _ _ ` 2 x 8 FLH. HDR.pre
----------
---___- �_--__ a fU 2 x B FLH. - ;�D % c �. �� ►'"'_-1 O
6' DIA. % 36' MIND BELOW GRADE •� in
/ 1 P/GONG FOOTING BELLED-OUT
P. DIITTON TO 12' WIDE ( MIN. )
aj
-_-._ I x 1 cT NI • � ��
6'-8' 6'-8' 6'-8' Ix 6'_R' to
2 x 8 FLH HDR (2) 2 x B FLN� HDR 2 x 8 FLH. HDR (2> 2 x B FLH. HDR,
–WOOA STEPS WITH�HANDWSL-- pp
HANDRAIL—
MAX RISER AND ___ zu I d i
9M MIN, TREAD N �, r / y U
(2) 2 x B LH. HDR. ,r
_ - - _. --- -- BENCH Z I 4 P/Dw FDDTIN Du t m i — a W
LANT _ I ! BD OM TO 1 WIDE l MIH. > 'tTAL' or •SIMPSON'
?U i I d TF -- I METAL CONNECTION (�
(3 x 8 HEADER
4'-U' _ _ 6'-6'x I A
4 BENCH — ---
� N
' PLANTER z
- - - - — Iex0
�., 2 x B HEADER ( ) I O
n -
_ 3' HIGH RAILING, MATE IAL I (2) 2 x 6 HEADER ( LOW ) 2 x B N ILER m I ni
;L ---- - AND DESIGN AS ER H MEOWNER 1 -- THRU-BOLT ! EXI WOOD POSTS I ~
WITH (2) 3/4• BOLTS EACH POST� I y^ 0
E
2 x 8 NAILER
B
-I3' HIGH RAILING. MATERIAL \ti- 5/4 X 6 WOOD DECKING O
AND DESIGN AS PER HDMEIWNER ON 2 x 6 ILA ! 16' os. _ SECURED TO HOUSE WITH LAG-DOLTS Ld
DINING RM. tool ❑
ALL CONNECTIONS TO HAVE METAL
_ CONNECTORS FROM FOUNDATION TD d
A HOUSE AS PER CODE
ICITCHIR
2 A
I
Z m@ d 7-
DECK FOUNDATION
DECKFOUN7DATION _ PLAN
SCALE+ a 3. / 4" .— ,� • .— p"
J ' — p" DRAWING NII.
loft
3. 4 NAILING ' SCHEDULE GENERAL NOTES rT'
L NU WORK SHALL COMMENCE UNTO. /kl- apPRq VOLS HAVE DUN
UBTAIKII FROM '
NUM,�"R OF NA PROPOSED THE BUILDING DEPMTMENT OF THE Tc1yVW OF sovrTaozm
✓DINT DESCXIhTION' I' AND ALL NECESSARY PERMITS WAVE BEEN SECURED. O
N LS sPACING REAR DECK 2. D &MOLLS ARE NOT TO BE SCALE$ USE DDB IRIDINS ON Y. CONTRACTOR SHRLL
�Bs CK ALL DIME2ISOBdS AND CONDITIONS aT JDI, HTTP' ANY nISCREFANCIES DR ^
- ROOF' FRAMING ppM1DM�ISSI[NS FROM DRAWINGS OR $PEDIETDATDIN$ MUST BE CALLED TO THE B11BB"++�~"y11Y1
ATTENTION OF TIIE RECIIID MONITECT WITHIN (FA DAYS AFTER,CONTRACT HAS
BEEN AWARDED OTHERWISE CONTRAC7Q< WILL DE HELD LIABLE.
RAFTER.TO 'T PLATE C TpE-NAILED ) t SEE TABLE 3,3A ) PER RAFTER & CONTRACTOR AND/OR RESPECTIVE SUB-CONTRACTORCS) SHALL BE RESPONSIBLE
CEILING JOIST TO TOP PLATE C T E^< FAC > ( SEE ,TABLE 3.3R ) PER JOIST FOR ADEQUrATELY 6 AND PROTECTING ALL WORM DURING CONSTRUCTION
CEILING' JOIST, TO PRRALLEL RAFTER CFACE-NNILED ) C SEE TABLE 3.7 ) EACH LAP AGAD{$T DAMAGE. AGE, CpLL.f1P� DISTOkT;gN, AND/OR DISALIGNMENT
CEII.NG JOIST LAPS OVER PARTI7AIL t FACE-NAAED 7 . < SEE TABLE 3,7 ) EACH .LAP ACCIIRBING TO AIJ- APPLICABLE C STANDARDS, AND GOOD CONSTRUCTIDN
C04LAR TIE TO RAFTER t 'RCE-NAILED ) ( SEELED .TABLE 3.4 > PER TIE PRACTICES.BLO
RIM KINGB13AR TO RAFTER C TgErNNAILED 2-1d EACH END N 82' 10' 40• E 4. THE ARCHITECT ASSUMES N7 RESPONSDRLITY FUR CONSTRUCTION MEANS, METNOAS, W
RIM HOARD TO RAFTER CEND-NAILED ) 2-16d EACH END I�' J - ----' r �- - - - _— 266,67- _ - ^ _— _ - _ _ TEC HNIQLW SEQUENCES OR PROGED-I,1 FOR SAFETY PRECAUTIt1NS AND J F-,�► - `
PROGRAMS IN CONNECTI N WITH T WORK.
WALL FRAMING 1 1 s OR A➢MpJtRA IIT HAS Tws'c BEEN ENGA6En FOW suPERRVI$�µ NSPECrmµ Q
- - - - - - - - - - .- .- - - - - - - - - - - - - - 1 THE NEW YORK STAT7EE ENER(Y CONSERVATDIN CPROJECT 1N ANY CAPACITY. H TOP PLATE Tp TOP PLATE CFACE-NAILED ) 2-i6d1 PER FOOT I � I �� - - - - - - - - & ALILDBIGS(O ITHQ N�EWL YORK S'kATc ➢DA
UD.DN ING THH,THE
NEW
MYORK
STA
TpNn Z
TC1P PLATES AT UJ7ERSECTILINS ( FACE-NAILED ) 4-16d JOISTS-EA. SIDE W I \\ I i 3
STUD TO STUD CFACE-NAILED ) 16d 2410=. I I 7, ALL MATERIALS AND CONWTRUCTION TO BE IMcraa+nlDaTEH IN THE WORK SHALL
I
HEADER TO HEADER < FACE-NAILED l6d 1NG E DE IN STRICT acctNDANCE WCTI THE LATEST ERPORA OF NTHE. SPECIFICATD]NSpq
a �
ALONG EDGES L-�\ I 1 WHERE TRICT ABLE AND SMALL CTHE L E THE STANDARDS AND RECOMMENDATIONS q
J \ OF THE VARIOUS TRADE INSTITUTES C ACI. ASS.G SJ.L ETC. I ALL MATERIALS
TDP OR BOTTOM PLATE TO STUD C END-NAILED ) 2-16d PER 2 x 4 STUD 1
3-16d PER 2 x 6 STUD H O USED CONNECTION WITH THIS PROJECT MUST BE NEW UNLESS SPECIFIED
' N
4-I6d' PER 2 x 8 STUDIy' I / � �� I OTHERWISE. ,
(,C, I1 � I �/ / I R. ALL CONCRETE MINIMUM STRENGTH TO BE 3A00 Pm% ! Be DAYS( EXCEPT Q
BOTTOM PLATE TO FLOOR JOIST, BANDJOIS'T, ENDJOIST I EXPOSED SLAR$ GARAGE SLABS, AND STEPS WHICH SHALL HAVE A MINIMUM CV
OR BLOCKING C FACE-NAILED ) 2-16dO•! PER FOOT I1 ',1 I '/ STRENGTH OF $900 psi. ! Be DAM OR AS NOTED.
FOUNDATIONS AND ALL FOOTINGS HAVE BEEN DESIGNED FOR AND SHOULD REST ON
FLOOR FRAMING 3 1 I // 1 VIRGIN UNDISTURBED SOIL WITH AN ASSUMED BEARING CAPACITY OF 1 toalsgfY <MIN.). .I`.
I W 14 THE EXTERIOR SURFACE OF ALL FOUNDATION WALLS BELOW GRADE ( EXCEPT
'YII 'f�Tp-� FOR SLAB ON GROE AREAS ) SHALL BE DAKPPRMFED WITH AN ELASTIC -
JOIST TO SILO TOP PLATE. OR GIRDEk C TOE-NAILED ) 4-8d PER JOIST N I i I �I I i I N COAL TAR BASF. SELF PRMNG BITUMINOUS PLASTIC CERENT, W
BRIDGING TO JOIST ( TUE-NAILED ) 2-Bd EACH END o 1
BLOCKING TO JOIST C TOE-FAILED ) 2-8d EACH END7 O d J c LL ALL CONCRETE HAUNCH FOOTINGS TO BE PROVIDED WITH (2) 05 REINFORCING
BLOCKING TO SILL OR TOP PLATE < TUE-NAILED ) 3-160 EACH BLOCK W N I I of a OARS SET CONTINUOUS. Q
.N-, 12. ALL BRICK AND CONCRETE BLOCK WALLS SHALL BE REINFORCED WITH DUR-O-WALL A
LEDGER STRIP TO BEAM CFACE-NAILED ) 3-8 d EACH JOIST n I � 1 GALVANIZED MESH TIES EVERY 16'o�c. VERTICALLY C 4 COURSES MAXIMUM x CA
JOIST ON LEDGER 7p BEAM ( TOE-NAILED ) 3-Bd PER JOIST H � tn
BAND JOIST TO JOIST C TOO NAILED ) 3-16d PER JOIST Z I I I M ALL 4• POURED CONCRETE SLABS TO BE REINFORCED WITH 6 % 6 10/10 V.V.M. Of V
HAND JOIST TO SILL OR TOP PLATE CTOE-NAILED ) 2-l6d1 PER FOOT Il I OVER 6 MIL POLY VAPOR BARRIER ON 6• WELL COMPACTED SAND 6 GRAVEL FILL a M
to ALL PALL ST E AN L PERFORMED BY A LICENSED PLUMlER IN ACCLWDAN4t
F
ROOF S'I3E'ATIa1'ING 1 I I I WITH ALL STATE AND LOCAL CODES �
I O
1
STRUCTURAL PANELS I 1 19. ALL PLUMBING FIXTURES SHALL BE INDIVONW.LY TRAPPED AND VENTED W Z
DIAGONAL BOARD SHEATHING 8d C SEE TABLE 3.8 ) / I I AS REQUIRED BY THE N.Y.S. CODE. } 4
-7 I I I 16, ALL WO® FRAMING INCLUDING JOISTS BEAM$ POST$ STUD$ ETG 7T1 BE qL
1 x 6 OR ! x 8 2-8d PER SUPPORT00
I x 10 OR WIDER 3-8d PER SUPPORT L I HEM FIR B i OR BETTER WITH A MDd�tUN OF. W U y
/ I ULAR
b a Wp RSL 0 P.S1REPETITIVE a'
CEIIIIATG SIIEACHING I I 1 17. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL STAIR AND FLOOR OPENINGS) W
I PALM PP13VME ARTITIONS DOUBLE FRAMING UNDER ALL POSTS AND PARALLEL RUNNING Q M
GYPSUM WALLBOARD 5d COOLERS 7' EDGE/30' FIELD IO1
�l L - - " - - - - - - -- - - -- - - - - -- - - - - - - - - - - - - -- - ---I G� r\J 1& DOUBLE ALL FLOOR JOISTS UNDER BATHROOM AREAS.
1% ALL STRUCTURAL WOOD SHALL HAVE A MINIMUM 2' SEPARATION FROM ALL # i
'WALL SHEATHING I I MASONRY OR UNNSULATED CHMNEYS
1VV�
1 +N I 20. NOTCHING THE TOP OR BOTTOM OF JnIST-S SMALL NEVER EXCEED Lam.
FIBERBOARD PANELS 4 `
STRUCTURAL PANELS Bd < SEE TABLE 3,9 ) EL ALL HEADERS TO BE M 2 X 8 MN. UNLESS NOTED OTHERWISE,
266.67' _ 72. JOIST OR BEAN EIANCEFIS TO DE TECIY BRAND OR EQUAL FOR ALL FLUSH EO!,
25%32' 3• EDGEJ6' FIELD __ _ - -"-" _ - --- .• - - - •. - _ _. _ __ _ _ — „ - _.. - � _- .. STRUCT(1RAL CSDMECTIOBIS 3' EDGE/6' FIELD GYPSUM WALLBOARD 5dCOOLERS 7' EDGE/10' FIELD S 82' 10' 40' WHARDBOARD8d ( SEE TABLE 3.9 ) 23. BRIDGING TO BE EITHER 5314 OR 1• X 3•, OR 18 G& CRDSS BRDIGING NOTAARTICLEBOARD PANELS 8d ( SEE TABLE 3.9 ) 24, RADJNG$ (GUARD RNL57 OWE REQUIRED FOR DECK$ 6 LANDINGS ! OR ABOVE TO FXVEED (r-0'
DIAGONAL HOARD SHEATHING RAI ABOVE THE SRiIQS) ARE GRADE, WITH OPENINGS N SAID S ILOR NOT1 x 6 OR 1 x 8 2-Bd PER SUPPORT TOO EXC SEED 4' MAXIMUM, HANDRAILS ARE REQUIRED FOR STEPS WITH E ORMORE 1 x 10 OR WIDER B-Bd PER SUPPORT
I LOOR SHEATHING 2S AT LEAST ONE SINGLE STATION SMOKE DETECTOR ALARM DEVICE SHALL BE
J ,�`� r'�[^•1 '�^-'� INSTALLED N CONFORMITY WITH NEW YORK STATE CODE AND LOCATED
Y�-� J!OIIL .JNILF.--� ADJACENT TO SLEEPINGNEAR AREAS ON EACH FLOOR C N EACH SLEEPING ROOM,
_ INSTALLED ON (1R NEAR THE CEILING. • �
STRUCTURAL PANELS 0 1 5 10 2S 50 26, REGARDLESS OF WINDOWS INDICATED ON PLANS PR13VME AT LEAST ONE
G A LESS ld 6' EDGE/12' FIELD 100 FEET WINDOW IN EACH SLEEPING ROOM FOR EMERGENCY EGRESS L .—J W *-C
GREATER THAN 1' 10d 6' EDGE/6' FIELD _ T'-_�''
__ _ CA
DIAGONAL BOARD SHEATHING � i
i x 6 OR 1 x� 8 � 2-8d -�—- -�_ � �
PER SUPPORT � E7. PROVIDE COMlUSTION ATR VENTS AS REQUIRED BY µYS. ENERGY CODE U
1 x Ill OR WIDER 3-8d PER SUPPORT 2& WHERE MECHANICAL VENTILATIIM IS REQUIRED BY µY.S, OR LOCAL CODE WIsI
PROVIDE AS A MINIMUM, A 50 c,f.A. EXHAUST FAN VENTED TO THE EXTERIDR. E+�1 0
.�R7pIp y,EI�,QA�AMM AM 1jr TAU 2A EXISTING CON7CIA2S NEW GRADE AROLIND NEW CONSTRUCTION S4iALL SLOPE AWAY AND BLEND IMO UWtlWtl(i' ,..1
BBDIJTHELC N ,ITT 1 s AYW TJM p�7 I!R eT1CX A8 �' �•�! Ul v
S TH1O .YAd--b " T .BD PO YUM'AA0 TW LOAD PATS
Z B'HtH FALL 4W. 60Im7UP JWAOIM TAIN TJ97WTDD hV3(M OPPALLS SHALL BB � TU0
BAL � 'M
1-18i NAIL PIR )Wr..
A >+
5/4 X 6 WOOD DECKING
ON 2 x6 D.J. a 16'
' STORAGE
PLANTER- BENCH WITH - 'taco• or 'SNPSON'
STRUCTURAL DTiSIGN RE CUSHION - 5/4 X 6 WOOD DECKING METAL CONNECTION
.REIN E STANDARDS ? ON 2 x 6 AJ. ! 16• m�.
WOOD STEPS WITH HANDRAIL
$/4 % 6 WOOD DECKING 8 L4' MAX. RISER AND 4
I. RNSID NTIA) CODE OF NEIN YORK ON 2 x B AJ ! 16' ac �\ // 2 x 8 NAILER 9' MIN. TREAD ---� 2 x 8 NAILER a1
STATE 2003 tco or 'SIMPSON' b
�' ;- zH
2. AF & PA WOOD FRAME CONSTRUCTION METAL cwNECTIDN --- 7 m SULM BLOCKING ! 32'
r � MM
MANUAL FOR ONE do TWO FAMILY sEcuREn m HDusE W1TH La y BIB Ts (h O
DWELLINGS ( 1996 ) GRADE SECURED TO HWSE WITH LAG DOLTS �- 0 V 1 RH'
DESIGN LOADiS } Z I (2) 2 x 8 FLS, HDR'__,'
DR. Z I <2) 2 x 8 HEADER ( HIGH Y I I I (3 2 x 8 HEADER -� I ❑
iAs[vu, m E ATI C2) 2 x 8 HEADER ( LOW )- __� ALL CONNECTIONS TO HAVE METAL
LIVE LOAD = 451sf (SNOW) ./ CONNCONNECTIONS
CT ECTIIR M FOUNDATIONTOMETAL CONNECTORS FROM FOUNDATION TO
DEAD LOAD = fOpsf 12' / I2' HOUSE AS PER CODE 8• DIA x 36' (MINJ BELOW GRADE HOUSE AS PER CODE
TOTAL LOAD = 55psf P/CONC FOOTING BELLED-OUT
! BOTTOM TO 12' WIDE C MRL
LIVE LOAD ) _
Ir'LOSOLID BLOCKING ! 32' o�
ORS � / c ---
'-- B• DIA. x OT (MIN.) BELOW GRADE /
= d0psf (LIVING AREAS) P/GONG FOOTING BELLED OUT 0)�
DEAD LOAD = 10 f ! BOTTOM TO 12' WIDE ( MN, En
TOTAL LOAD = 50psf
LIVE LOAD 4r 3Dpsf (SLSkPING AREAS) SECTION
1�T — A �-" A s 1E c rr i ^dfV� .�11VI, 13
DEAD LOAD = towf
TOTAL LOAD = 40psf _
R''IND LOAD = 22psf (120 mph)
S C A L E 1 / 4 = i — O S C A L E 1 / 4 — 1 o "
DRAWING NO.,
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